摘要：An alternative formulation of the boundary element method for beqding plate analysis is obtained by the use of only vertical displacement equations related with boundary node and other cuple critery singular points defined out of the domain. In this work a numerical study on the singular point position is presented in order to stablish the range in which can be chosen without introducing singularities in the system of algebraic equations.
其他摘要：An alternative formulation of the boundary element method for beqding plate analysis is obtained by the use of only vertical displacement equations related with boundary node and other cuple critery singular points defined out of the domain. In this work a numerical study on the singular point position is presented in order to stablish the range in which can be chosen without introducing singularities in the system of algebraic equations.
